W912HV-19-B-0001-Am0001_Revised_Drawings.pdf

(Am-0001)

N

H

D

H

N

N

H＜1m

1m≦H＜5m 0.5

SLOPE (N)DEPTH (H)

VERTICAL

N

SATISFACTORY SOIL

D

DRAINAGE

PIPE

SATISFACTORY SOIL

DRAINAGE

PIPE

SECTION FOR GENERAL PORTION

BASE COURSE

UNDERLAY PAPER

(JIS 3401)

CONCRETE SIDEWALK

SECTION FOR CONCRETE SIDEWALK

Ø900

Ø600

Ø1200

150 150Ø900

H

Ø1200

150 150Ø900

150150

O C

CAST IRON COVER

(T-6)

MAHOLE COVER AND

COVER RECEIVER

ROCK BOLT (M16)

WASHER AND MORTAR

ADJUST BLOCK

SLANT WALL

BODY BLOCK

BOTTOM SLAB

Ø19mm

MUZZLE CONCRETE

PLAIN CONCRETE

PLAIN CONCRETE

(18N/mm²)

FOUNDATION (RC-40)

TABLE OF DIMENSIONS

MANHOLE

NUMBER

DEEP

MANHOLE

H

BOTTOM

OF PIPE

PIPE

DIAMETER

CAST-IRON

COVER

RATING

BODY BLOCK

D3-1 2.157

60.003

VU Ø300 T-6 1

C-502

PRE CAST MANHOLE FOR STORM DRAINAGE

SCALE: NOT TO SCALE

CROSS SECTION LONGITUDINAL SECTION

TOP

ELEVATION

62.11

(62.16)

60.002

LADDER

RUNGS

MANHOLE BLOCKS

SLANT WALL

ADJUST

BLOCK

WASHER

C-502

TRENCH DETAIL

SCALE: NOT TO SCALE

DETECTABLE

WARNING TAPE

DETECTABLE

WARNING TAPE

D

Ø600

C-502

MANHOLE COVER DETAIL

SCALE: NOT TO SCALE

PLAN SECTION

LETTER "D" EMBOSSED

C

D

W G

C-502

M I S

C E

L L A

N E

I O

U S

D

E T

A I L S

B R

B R

J C

D H

D E

S C

R I P

T I O

N D

A T

E

D E

S I G

N E

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

C T

N

O

F I L

A M

E

S I Z

E

A

D R

A W

I N

G

C

O D

E

U S

A

R M

Y

C

O R

P

F

E

N G

I N

E E

R S

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

E N

G I N

E E

R I N

G

D

I V

I S

I O

N

I S

S U

E

D

A T

E

S U

B M

I T

T E

D

B

Y

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

F Y

P

N

C A

M

Z

M

A

J A

P A

N

M E

D I C

A L

C

L I N

I

D

I T

I O

N A

L T

E R

A T

I O

N

B L D

G

BLDG 704

FINAL

O C

T O

B E

R

F

I X

R

E A

D A

B

T

E N

V

150800150

H

FH

EL

PLAN

SECTION

TABLE OF DIMENSIONS

INLET

NUMBER

GRATING COVER.

GRATING COVER.

D13 @200, 2 DIRECTION

REINFORCED

CONCRETE

(21 N/mm²)

LEVELING CONCRETE

FOUNDATION

(RC-40)

STEP METAL

@300

TOP

ELEVATION

PIPE BOTTOM

ELEVATION

RATING OF

GRATING

COVER

H

LADDER

RUNGS

D2-1 61.81

59.855

T-6 2.105m 6

D2-2 61.78

59.880

T-6 2.049m 5

C-503

STORM DRAIN INLET

SCALE: NOT TO SCALE

FH

EL

150 600 150

900100

H

GRATING COVER.

GRATING COVER.

PLAIN CONCRETE

(18 N/mm²)

FOUNDATION

(RC-40)

PLAN

SECTION

TABLE OF DIMENSIONS

INLET

NUMBER

TOP

ELEVATION

PIPE BOTTOM

ELEVATION

RATING OF

GRATING

COVER

H

D1-1 61.94 60.840 T-6 1.100m

C-503

STORM DRAIN INLET

SCALE: NOT TO SCALE

C

D

W G

C-503

M I S

C E

L L A

N E

I O

T

A I L S

B R

B R

J C

D H

D E

S C

R I P

T I O

N D

A T

E

D E

S I G

N E

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

F I

M

E

S I Z

E

A

D R

A W

I N

G

C

O D

E

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

E N

G I N

E E

R I N

G

D

I V

I S

I O

N

I S

S U

E

D

A T

E

S U

B M

I T

T E

D

B

Y

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

F Y

P

N

C A

M

A

J A

P A

N

M E

D I C

A L

C

L I N

D

I T

I O

N A

L T

E R

A T

I O

N

B L D

G

BLDG 704

FINAL

O C

T O

B E

R

F

I X

R

E A

D A

B L

E

N

O T

E N

SECTION (ANCHORING)

m m

D

I A

F I L

T E

R

S

O C

K

PROTECTED AREA

RUNOFF

FLOW

PROTECTED

AREA

RUNOFF

FLOW

STAKE, AS REQUIRED

(TYP.)

MIN.

OVERLAP

NOTES:

1. INSTALLATION, INSPECTION, MAINTENANCE AND REMOVAL OF COMPOST FILTER SOCKS SHALL BE

DONE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

2. PROVIDE NECESSARY TRAINING FOR PERSONNEL WHO WILL BE RESPONSIBLE FOR

IMPLEMENTATION OF BMPS.

OVERLAP (ANCHORING)

PLAN (ANCHORING)

WORK

AREA

300mm DIA. FILTER SOCK

300mm DIA. FILTER SOCK

300mm

DIA. FILTER

SOCK

WORK

AREA

RUNOFF

FLOW

LIMIT OF

GRADING

PROTECTED

AREA

STAKE, AS REQUIRED

(TYP.)

STAKE, AS REQUIRED

(TYP.)

WORK

AREA

m m

BURY BOTTOM OF

FILTER FABRIC

EXST GROUND

CAP TOP OF

REBAR (TYP)

12 Ømm

REBAR (TYP)

FASTEN SILT FENCE

TO REBAR (TYP)

1800mm O.C. MAX.

0m m

0m m

0m m

F

L

O

W

EXST GROUND

0m m

PIN. FABRIC @

600 mm O.C.

12 Ømm REBAR

150mm

BACKFILL W/ SOIL

AND COMPACT

C-504

SILT FENCE DETAIL

SCALE: NOT TO SCALE

GEOTEXTILE

FABRIC

GEOTEXTILE FABRIC

ELEVATION

PANELS ARE PRE-ASSEMBLED IN 600mm LONG SEGMENTS

WHICH CAN BE COMBINED TO CREATE VARIOUS LENGTHS OF

BARRIER TO APPLICATION.

NOTES:

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH

MANUFACTURER'S SPECIFICATIONS.

2. ALL DIMENSIONS SHALL REFLECT MANUFACTURER'S

SPECIFICATIONS.

1. SPECIFICATIONS:

A. THE BARRIERS SHALL BE BLACK, MOLDED, MODULAR

PANELS MANUFACTURED USING 50% RECYCLED

POLYETHYLENE PLASTIC WITH ULTRAVIOLET INHIBITORS

AND .060 -.080 MIL IN THICKNESS. EACH PANEL HAS

VERTICAL 90° ROOT DEFLECTING RIBS PROTRUDING

13mm - 16mm IN HEIGHT. THE RIBS HAVE A MINIMUM

THICKNESS OF .060 MIL - .080 MIL AND ARE PLACED 150mm

- 200mm APART. AN INTEGRATED SELF-INTERLOCKING 90°

RIBBED CONNECTION JOINING SYSTEM PROVIDES FOR

INSTANT ASSEMBLY BY SLIDING ONE PANEL INTO

ANOTHER.

2. INSTALLATION

A. THE SPECIFIED NUMBER OF PANELS SHALL BE JOINED

TOGETHER AND PLACED ALONG THE UTILITY TRENCH TO

CREATE A LINEAR PLANTING APPLICATION.

B. VERTICAL 90° ROOT DEFLECTING RIBS ARE ALWAYS

FACING THE ROOT BALL. C. ALWAYS INSTALL THE

PANELS 25mm - 50mm ABOVE GRADE TO AVOID ROOT

PENETRATION ABOVE THE BARRIER.

C. PREPARE YOUR INSTALLATION AS SHOWN.

D. RECOMMENDED FOR LINEAR OR SURROUND PLANTING

APPLICATIONS. FOR DRAINAGE BACKFILL WITH NATIVE

SOIL OR (IF NECESSARY) WHILE COMPACT SOIL

CONDITIONS EXIST, USE GRAVEL OR CRUSHED ROCK.

AVOID BACKFILL LESS THAN 16mm OR GREATER THAN

37mm. FINISH TO GRADE. DO NOT DISTORT BARRIER

INSTALLATION.

90° ROOT DEFLECTING

RIB, PROTRUDING 13mm - 16mm

SELF INTERLOCKING

CONNECTION

150mm

150mm

300mm 300mm

600mm

C-504

COMPOST FILTER SOCK INSTALLATION

SCALE: 1:50

C-504

UTILITY ROOT BARRIER DETAIL

SCALE: NTS

NOTES:

1. TOPSOIL MIX, SEE SPEC

2. DO NOT DAMAGE MAIN ROOTS OR DESTROY

ROOT BALL WHEN INSTALLING TREE STAKE

3. WATER THOROUGHLY AFTER INSTALLATION

4. REMOVE TREE RINGS AND STAKES TWO

YEARS AFTER INSTALLATION

ENLARGED DETAIL

50mm MULCH (PULL AWAY FROM

BASE OF TRUNK) CREATE SAUCER

AROUND TREE

COMPACTED TOPSOIL

MIX (SEE SPEC)

SOD OR GROUNDCOVER

EXISTING SUB GRADE

TRIM BRANCHES

TO RETAIN NATURAL

FORM OF TREE

MAINTAIN TREE BASE AT

OR SLIGHTLY HIGHER

THAN EXISTING GRADE,

TO ALLOW FOR

SETTLEMENT

30mm BLACK

PLASTIC HOSE

3mm (NO.11 GA.)

GALV. WIRE, COIL

EACH END TIGHTLY

ENLARGED DETAIL

POLYETHYLENE TREE

TRUNK PROTECTOR-

TYPICAL

VARIES

ROOT

BALL

2 T- BARS 40mm X 40mm

X 1.8 M LONG

C-504

TREE PLANTING DETAIL

SCALE: NTS

GEOTEXTILE REQUIREMENTS

MECHANICAL

PROPERTIES

TEST METHOD UNITS MARV

GRAB TENSILE STRENGTH ASTM D 4632 KN 1.62 X 0.89

GRAB TENSILE ELONGATION ASTM D 4632

% 24 X 10

PUNCTURE STRENGTH ASTM D 4833 KN 0.40

MULLEN BURST STRENGTH ASTM D 3786 KPA

TRAPEZOID TEAR STRENGTH

ASTM D 4533

KN 0.51 X 0.33

UV RESISTENCE

ASTM D 4355 % 90

APPARENT OPENING SIZE ASTM D 4751 MM 0.425

FLOW RATE

ASTM D 4491 1/MIN/M 5907

PERMITTIVITY

ASTM D 4491

SEC

2.1

-1

SECTION

VELCRO CLOSURE

STORM SEWER

GRATE

STORM SEWER

GRATE

RUNOFF WATER WITH

SUSPENDED SEDIMENT

19mm TO 76mm

GRAVEL (300 MINIMUM

DEPTH)

WIRE MESH (13mm

OPENINGS) WITH

GEOTEXTILE FILTER FABRIC

ON TOP

EXISTING

DRAIN INLET

SEDIMENT

ALTERNATIVE: GRAVEL FILTERPLAN

GEOTEXTILE FABRIC STORM DRAIN

INLET PROTECTION (OR APPROVED EQUAL)

GEOTEXTILE FABRIC

INLET PROTECTION BAG

STORM SEWER GRATE

MIN

C-504

GEOTEXTILE FABRIC STORM DRAIN INLET PROTECTION

SCALE: NTS

C

D

W G

C-504

M I S

C E

L L A

N E

I O

T

A I L S

B R

B R

J C

D H

D E

S C

R I P

T I O

N D

A T

E

D E

S I G

N E

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

F I

M

E

S I Z

E

A

D R

A W

I N

G

C

O D

E

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

E N

G I N

E E

R I N

G

D

I V

I S

I O

N

I S

S U

E

D

A T

E

S U

B M

I T

T E

D

B

Y

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

F Y

P

N

C A

M

A

J A

P A

N

M E

D I C

A L

C

L I N

D

I T

I O

N A

L T

E R

A T

I O

N

B L D

G

BLDG 704

FINAL

O C

T O

B E

R

F

I X

R

E A

D A

B L

E

N

O T

E N